Phased Nonlinear Finite-Element Analysis of Precracked RC T-Beams Repaired in Shear with CFRP Sheets-Reference-Cited by-同舟云学术

Phased Nonlinear Finite-Element Analysis of Precracked RC T-Beams Repaired in Shear with CFRP Sheets

Published:2013-08 Issue:4 Volume:17 Page:476-487
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dirar Samir¹,Lees Janet M.²,Morley Chris³

Affiliation:

1. Lecturer in Structural Engineering, School of Civil Engineering, Univ. of Birmingham, Birmingham B15 2TT, UK (corresponding author).

2. Senior Lecturer in Structural Engineering, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK.

3. Former Senior Lecturer, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000341

Reference31 articles.

1. American Concrete Institute. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Rep. 440 2R-08 Farmington Hills MI.

2. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard

3. Crack band theory for fracture of concrete

4. Fracture Processes of Concrete for NLFEA Methods

5. Behaviour of reinforced concrete T-beams strengthened in shear with carbon fiber-reinforced polymer—An experimental study;Bousselham A.;ACI Struct. J.,2006

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